Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Dołżyk-Szypcio Katarzyna"'
Publikováno v:
Studia Geotechnica et Mechanica, Vol 45, Iss s1, Pp 247-252 (2023)
The effect of the degree of consolidation and the stress path on the behaviour of remoulded Fujinomori clay for drained triaxial compression and extension was analysed using the Frictional State Concept. It is shown that the stress–dilatancy behavi
Externí odkaz:
https://doaj.org/article/b00c7d1445234adbaf6340b9d29ceac7
Autor:
Dołżyk-Szypcio Katarzyna
Publikováno v:
E3S Web of Conferences, Vol 544, p 05005 (2024)
Based on the frictional state concept, the natural state parameter for sands is defined as an extension of the state parameter defined by Been and Jefferies. The proposed definition of the natural state parameter is the sum of the distance between th
Externí odkaz:
https://doaj.org/article/290320bd7abf41809a2e1a799499ee31
Autor:
Dołżyk-Szypcio Katarzyna
Publikováno v:
Studia Geotechnica et Mechanica, Vol 40, Iss 2, Pp 79-85 (2018)
Knowledge of the mechanical behaviour of ballast is very important for designing a railway track, especially for high-speed lines. The monotonic drained triaxial tests of scaled and fouled ballast presented in literature were analysed using the Frict
Externí odkaz:
https://doaj.org/article/b2f010176ab2407a9f9b2a17825eff23
Autor:
Dołżyk-Szypcio Katarzyna
Publikováno v:
Studia Geotechnica et Mechanica, Vol 40, Iss 1, Pp 6-10 (2018)
In this article, the stress–dilatancy relationship for crushed latite basalt is analysed by using Frictional State Theory. The relationship is bilinear, and the parameters α and β determine these two straight lines. At the initial stage of sheari
Externí odkaz:
https://doaj.org/article/d5d65c5c8d654dbba81d793ac32fb404
Publikováno v:
Studia Geotechnica et Mechanica, Vol 40, Iss 1, Pp 30-37 (2018)
Calculation of pullout capacity of anchoring concrete cylindrical block by finite element method is carried out. 3D model of the block assumes its free rotation. Alternative solutions with one and two pulling forces attached at different heights of t
Externí odkaz:
https://doaj.org/article/4ba2c460860543298039d93e1ceeabe5
Autor:
Dołżyk-Szypcio Katarzyna
Publikováno v:
E3S Web of Conferences, Vol 92, p 15010 (2019)
The stress-plastic dilatancy relationship for Toyoura sand sheared under undrained triaxial conditions was analysed by use of Frictional State Theory. Under undrained conditions, plastic strain increments are counterbalanced by elastic strain increme
Externí odkaz:
https://doaj.org/article/deff48d9066d4c25802bdb4b4d834c3b
Autor:
Gabryś, Katarzyna1 (AUTHOR) katarzyna_gabrys@sggw.edu.pl, Dołżyk-Szypcio, Katarzyna2 (AUTHOR) katarzyna_gabrys@sggw.edu.pl, Szypcio, Zenon2 (AUTHOR), Sas, Wojciech1 (AUTHOR)
Publikováno v:
Materials (1996-1944). Dec2023, Vol. 16 Issue 23, p7381. 16p.
Akademický článek
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Autor:
Szypcio, Zenon1 (AUTHOR) z.szypcio@pb.edu.pl, Dołżyk-Szypcio, Katarzyna1 (AUTHOR), Chmielewska, Iwona1 (AUTHOR)
Publikováno v:
Materials (1996-1944). Jan2023, Vol. 16 Issue 2, p609. 14p.
Autor:
Szypcio, Zenon1 (AUTHOR) z.szypcio@pb.edu.pl, Dołżyk-Szypcio, Katarzyna1 (AUTHOR)
Publikováno v:
Materials (1996-1944). Oct2022, Vol. 15 Issue 20, p7068-N.PAG. 13p.